JP3978361B2 - Joints for construction and civil engineering - Google Patents

Joints for construction and civil engineering Download PDF

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JP3978361B2
JP3978361B2 JP2002101069A JP2002101069A JP3978361B2 JP 3978361 B2 JP3978361 B2 JP 3978361B2 JP 2002101069 A JP2002101069 A JP 2002101069A JP 2002101069 A JP2002101069 A JP 2002101069A JP 3978361 B2 JP3978361 B2 JP 3978361B2
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JP2003293462A (en
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広安 及川
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株式会社アイ.エヌ.ジー
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Description

【0001】
【発明の属する技術分野】
本発明は、相互に接合される第1および第2部材に固定され互いに嵌合する雌雄の継手部材を備える建築・土木構造用継手に関する。
【0002】
【発明の背景】
住宅等を含む各種建設工事に採用される鉄骨構造において、鉄骨同士の接合には、いわゆる高力ボルト接合が行われることが多い。この高力ボルト接合では、まず、端部に複数のボルト孔を形成した鉄骨柱や梁に、同様に複数のボルト孔が形成してあるカバープレートを当接する。次に、接合する前記柱や梁の当接面を突き合わせた状態で、カバープレートとボルト孔との位置合わせをしてそれらにボルトを挿通するとともに、それらボルトにナットを螺合し、位置の微調整をした後、ナットを締付ける。
【0003】
この高力ボルト接合では、鉄骨およびカバープレートにボルト孔をあけ、鉄骨端部を突き合わせた不安定な状態で、複数のカバープレートと多数のボルト孔の位置合わせをしてそれらすべてにボルトを挿通するとともに、それらボルトにナットを螺合し、位置の微調整をした後、すべてのナットを締付ける、という工程が必要である。このため、梁等の接合作業に非常に手間を要するだけでなく長時間の作業を要するという問題がある。
【0004】
この問題点を解消するため、本発明者は、鉄骨構造における接続箇所に雄および雌の係合部を備えた建築・土木構造用継手を考案し、特許出願(特願平4−128710号)した。図1および図2は、特願平4−127810号に開示されている建築・土木構造用継手の一例を示しており、図1(a)は雄継手部材の平面図、(b)はその正面図、(c)はその側面図、図2(a)は雌継手部材の平面図、(b)はその正面図、(c)はその側面図である。
【0005】
図1において、雄継手部材110は、矩形板状の本体111の片面に上下に延びる2本の凸条112を備えている。両凸条112は、互いに平行であり、また、上方から下方に向かって幅が徐々に減少するテーパ状に形成してある。
両凸条112の中央付近には、それぞれ、断面形状が楕円形のキー孔113が形成してある。キー孔113は、雄継手部材110の厚さ方向に貫通している。図2において、雌継手部材120は、矩形板状の本体121の片面に上下に延びる2本の凹溝122を備えている。両凹溝122は、互いに平行であり、また、上方から下方に向かって幅が徐々に減少するテーパ状に形成してある。両凹溝122の大きさおよびテーパの傾斜は、雄継手部材110の2個の凸状112のそれと一致しており、各凸状112が各係合用凹溝22に正確に係合するようになっている。
両凹溝122の中央付近には、それぞれ、断面形状が雄継手部材110のキー孔113と一致する楕円形のキー孔123が形成してある。キー孔123は、雌継手部材120の厚さ方向に貫通している。これらキー孔113、123には、キー孔113、123の断面形状と同じ断面楕円形の柱状のキーが挿入・嵌合される。
【0006】
上述した構成を持つ従来例の雄継手部材110および雌継手部材120は、次のようにして使用する。
図3は、雌継手部材110に雄継手部材120を挿入・係合させている状態の要部斜視図である。H形鋼の梁130の一端に溶接により雄継手部材110を接合する。雄継手部材110の後面には、梁130の上フランジ131、ウェブ132および下フランジ133の端面が接触・接合される。他方、柱150に固定されたH形鋼の短い梁140の一端に、溶接により雌継手部材120を接合する。雌継手部材120の後面には、梁140の上フランジ141、ウェブ142および下フランジ143の端面が接触・係合される。
【0007】
柱150は、鋼製の角パイプ151から構成され、梁140の接合箇所では、角パイプ151を切断してその間に補強プレート152を介在して溶接してある。梁140の上下フランジ141、143は補強プレート152に溶接してあり、ウェブ142は角パイプ151に溶接してある。柱150は、雌継手部材120の溶接後、ほぼ垂直に立設される。
【0008】
次に、垂直方向を向いた雌継手部材120の上方から、雄継手部材110を固定した梁130を水平姿勢を保ちながら下降させ、2個の凸条112を2個の凹溝122にそれぞれ挿入・係合させる。
この状態では、雄継手部材110のキー孔113と雌継手部材120のキー孔123が重なり合うので、両キー孔113、123にキーを挿入・嵌合させる。これで梁130、140の接合作業は完了である。
【0009】
なお、特願平4−127810号には、キーの代りにボルトおよびナットにより接合するものあるいはキーとボルトおよびナットを併用して接合するものも、併せて開示されている 。
【0010】
【発明が解決しようとする課題】
特願平4−127810号に開示された建築・土木構造用継手では、雄継手部材および雌継手部材のキー孔あるいはボルト孔に、キーの挿入・嵌合あるいはボルトの挿入およびナットの螺合・締付けという作業を行う必要がある。この作業は、図3より明らかなように、H型鋼の梁130の上下フランジ131、132の間の狭い場所で行わなければならないため、必ずしも容易ではない。
また、キーを用いた場合は、キーおよびキー孔の精密加工が必要であり、ボルトおよびナットを用いた場合は、ボルト挿入後にナットの螺合・締付けという作業が必要である。
【0011】
この発明は、このような事情に鑑みてなされたものであり、その目的は、柱や梁などの部材の接合作業を簡便確実且つ迅速に行なえる建築・土木構造用継手を低コストで提供することにある。
【0012】
【課題を解決するための手段】
上記の目的を達成するために本発明の請求項1に係る建築・土木構造用継手は、相互に接合される第1および第2部材に固定され、互いに嵌合する雌雄の継手部材を備える継手であって、前記雄継手部材は、前記第1部材の接合部に固定される鉛直端面を有する平板状の本体と、該本体の端面から突出形成される鉛直方向に延びる蟻状の係合用凸条とからなる単位雄継手を、前記第1部材の接合部に鉛直方向に複数設置し、かつ鉛直方向に隣接する単位雄継手間を連結プレートで連結固定してなり、前記雌継手部材は、前記第2部材の接合部に固定される鉛直端面を有する平板状の本体と、該本体の端面に形成される鉛直方向に延びる前記係合用凸条に対し上下方向にスライド嵌合可能な係合用凹溝とからなる単位雌継手を、前記単位雄継手の配置に合わせて前記第2部材の接合部に鉛直方向に複数設置し、かつ鉛直方向に隣接する単位雌継手間を連結プレートで連結固定してなり、 前記雄雌継手部材を互いに嵌合させる際に、前記雌継手部材の単位雌継手間に前記雄継手部材の下段の単位雄継手を嵌め込み、該下段の単位雄継手を前記単位雌継手間の連結プレート上に位置させ、この状態で、各単位雄継ぎ手の係合用凸条と各単位雌継手の係合用凹溝とを相互にスライド嵌合させることにより、単位雌雄継手の本体の端面同士が互いに面接触することを特徴とする。
【0013】
また、本発明の請求項2に係る建築・土木構造用継手は、請求項1に記載の建築・土木構造用継手であって、前記係合用凸条が前記本体の側面から突出形成されるものであることを特徴とする。
【0014】
【発明の実施の形態】
以下に本発明の実施形態について図面を用いて詳細に説明する。図4は本実施形態における建築・土木構造用継手の雄継手部材例を示す図であり、(a)はその平面図、(b)は正面図、(c)は側面図である。また、図5は本実施形態における建築・土木構造用継手の雌継手部材例を示す図であり、(a)はその平面図、(b)は正面図、(c)は側面図である。以下、この発明の実施例を添付図面に基づいて詳細に説明する。なお本実施形態においては、鉄骨構造用継手として本発明の建築・土木構造用継手を適用した例を示すがこれに限定されるものではなく、建築・土木構造用継手として使用可能ないずれの状況にも適用できるものである。
【0015】
鉄骨構造における柱・梁等の接合時に、本実施形態の建築・土木構造用継手を用いた場合、鉄骨同士の互いの当接端面には雄継手部材と雌継手部材とを組み合わせて設置する。第1部材に溶接その他の固定手段にて固定されるのが雄継手部材10である。雄継手部材10は、第1部材との当接面に応じた鉛直端面を有する平板状の本体11と、該本体11の端面から突出形成され鉛直方向に延びる蟻状の係合用凸条12とからなる単位雄継手15を、前記第1部材において鉛直方向に複数設置してなるものである。
【0016】
なお、単位雄継手15を複数設置するにあたり、本実施形態においては連結プレート13にて単位継手15間を連結固定している。或いは、この連結プレート13が前記本体11と元来一体形成されているとしても勿論問題ない。また、前記蟻状の係合用凸条12は、断面楕円の裁頭円錐状のものを例示したが、これに限らず、鉛直方向にテーパが絞られる形態の凸条で雌継手部材との嵌合が確立できるのであればいずれの形態をなすものでもよい。
【0017】
一方、上記雄継手部材10と嵌合するのが雌継手部材20である。この雌継手部材20は、前記第2部材に溶接その他の適宜な固定手段にて固定される。雌継手部材20は、第2部材との当接面に応じた鉛直端面を有する平板状の本体21と、該本体21の端面に形成されて鉛直方向に延び前記係合用凸条12に対し上下方向にスライド嵌合可能な係合用凹溝22とからなる単位雌継手25を、第1部材における前記単位雄継手15の配置に合わせて第2部材に複数設置してなるものである。前記単位雄継手15の係合用凸条12の形状が鉛直方向に蟻状であるから、単位雌継手25における係合用凹溝22は、鉛直方向にテーパが絞られ裁頭円錐状の内空を有するものとなる。
【0018】
なお、雄継手部材10に関して前記したのと同様に、単位雌継手25を複数設置をするにあたり、本実施形態においては連結プレート23にて単位雌継手25間を連結固定している。或いは、この連結プレート23が前記本体21と元来一体形成されているとしても勿論問題ない。
【0019】
図6は本実施形態の雌継手部材20に雄継手部材10を挿入・係合させている状態の要部斜視図である。上述した雌雄の継手部材を備えた、第1部材140および第2部材150は、前記係合用凸条12と係合用凹溝22とを係合させることで連結される。手順としては、柱150から突出する第2部材140に対して第1部材130を接合するとすれば、例えば第1部材130の端面に固定された雄継手部材10を第2部材140端面に備わる雌継手部材20に接近させる。
【0020】
そして、雄継手部材10における単位雄継手15a、15bのうち、下段に位置する単位雄継手15bを、対向する雌継手部材20における連結プレート23上に位置させる。つまり、単位雌継手25a、25b間にはめ込む。これにより、各単位雄継手15a、15bの係合用凸条12が、各単位雌継手25a、25bの係合用凹溝22に対するスライド嵌合の開始位置に移動することになる。続いて、第1部材130を下方に移動させる。つまり、各係合用凸条12を係合用凹溝22内でスライド嵌合させる。これにより、蟻状の係合用凸条12は係合用凹溝22内に楔状に係止され、前記単位雌雄継手の本体11、21の端面同士が面接触する。これにより、雌雄の継手部材10、20同士が接合固定されるとともに、第1部材130と第2部材140とが確実に連結されることとなる。
【0021】
図7(a)〜(d)は他の雄継手部材の例を示す説明図である。上記実施形態において示したもののみならず、例えば図7で示すような様々な形態の雌雄の継手形態を採用することも出来る。(a)図では、雄継手部材10における本体11の角隅2箇所に係合用凸条12を設けた例、(b)図では、本体11の角隅全てに係合用凸条12を設けた例、(c)図では、本体11上において三角形状に係合用凸条12を配置した例、(d)図では、本体11上において逆三角形状に係合用凸条12を配置した例を示している。いずれにしても、本体11上において、少なくとも上下関係をもって配置される複数の係合用凸条12を備えることとなる。勿論、このような係合用凸条12の配置に応じて雌継手部材においても係合用凹溝22を形成する。
【0022】
なお、上記で述べた、雌雄の単位継手部材を「複数設置する」との意には、単体の単位継手部材を予め作成し、それらを複数集めて設置するとの意の他に、元々1つの継手部材であったものの前記係合用凸条12、23等を適宜切り欠いた結果、単位継手部材を複数形成する意も含まれる。
【0023】
また、前記係合用凸条12が前記本体11の側面から突出形成されるものとし、これにあわせて単位雌継手25の本体側面に係合用凹溝22を形成するものとしてもよい。
【0024】
更に、雄継手部材10および雌継手部材20の材質は、例えばSS400(JISG 3101 一般構造用圧延鋼材)、SM490A(JIS G 3106溶接構造用圧延鋼材)が好ましいが、その他の鋼材や鋼材以外の材料も必要な強度に応じて適宜使用することができる。
【0025】
雄継手部材10の係合用凸条12は、板材を切削加工するあるいは鋳造するなどして一体的に形成してもよいし、板材に棒材を溶接してもよい。雌継手部材20の係合用凹溝22は、板材を切削加工するあるいは鋳造するなどして形成してもよいし、板材に係合用凹溝22以外の箇所を形成する棒材ないし板材を溶接してもよい。
また、本発明の建築・土木構造用継手は、ここで例示した柱・梁接合の継手に適用するのが好ましいが、鉄骨を接合する箇所であればその他の箇所(例えば橋、高架道路)にも適用することができる。さらに、建築・土木構造以外の建築構造、および例えば地下街やその道路などの土木構造にも適用可能である。
【0026】
【発明の効果】
本発明によれば、雌雄継手部材のキー孔あるいはボルト孔に対する、キーの挿入・嵌合あるいはボルトの挿入およびナットの螺合・締付け作業を省略することが可能となるので、作業効率を大幅に向上させることができる
しかも、この接合作業を行う場合、各種鉄骨(H型鋼等)のフランジ間等の狭小な場所での作業を強いられることが少なくなるため、作業のし易さや作業人員の低減に資することとなる。
また、本発明の建築・土木構造用継手を形成するに際し、特別な精密加工は不要であるので、製作コストやその効率も改善可能である。
しかして、柱や梁などの部材の接合作業を簡便確実かつ迅速に行なえる建築・土木構造用継手を低コストで提供可能となる。
【図面の簡単な説明】
【図1】特願平4−127810号に開示されている建築・土木構造用継手の一例のうち、(a)は雄継手部材の平面図、(b)はその正面図、(c)はその側面図である。を示す図である。
【図2】特願平4−127810号に開示されている建築・土木構造用継手の一例のうち、(a)は雌継手部材の平面図、(b)はその正面図、(c)はその側面図である。
【図3】図1に示す雌継手部材に図2に示す雄継手部材を挿入・係合させている状態の要部斜視図である。
【図4】本実施形態における建築・土木構造用継手の雄継手部材例を示す図であり、(a)はその平面図、(b)は正面図、(c)は側面図である。
【図5】本実施形態における建築・土木構造用継手の雌継手部材例を示す図であり、(a)はその平面図、(b)は正面図、(c)は側面図である。
【図6】本実施形態の雌継手部材に雄継手部材を挿入・係合させている状態の要部斜視図である。
【図7】(a)〜(d)は他の雄継手部材の例を示す説明図である。
【符号の説明】
10 雄継手部材
11 (単位雄継手の)本体
12 係合用凸条
13 連結用プレート
15 単位雄継手
20 雌継手部材
21 (単位雌継手の)本体
22 係合用凹溝
23 連結用プレート
25 単位雌継手
130 第1部材
140 第2部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joint for a building / civil engineering structure including a male / female joint member fixed to and fitted to a first member and a second member joined to each other.
[0002]
BACKGROUND OF THE INVENTION
In a steel structure employed in various construction works including a house, so-called high-strength bolt joining is often performed for joining steel frames. In this high-strength bolt joint, first, a cover plate in which a plurality of bolt holes are similarly formed is brought into contact with a steel column or beam in which a plurality of bolt holes are formed at the end. Next, in a state where the contact surfaces of the columns and beams to be joined are abutted with each other, the cover plate and the bolt hole are aligned and the bolts are inserted through them, and nuts are screwed into the bolts. After fine adjustment, tighten the nut.
[0003]
In this high-strength bolt joint, bolt holes are drilled in the steel frame and cover plate, and in an unstable state where the ends of the steel frame are butted together, multiple cover plates and multiple bolt holes are aligned, and bolts are inserted through all of them. In addition, a process is required in which nuts are screwed onto these bolts, the position is finely adjusted, and all nuts are tightened. For this reason, there is a problem that not only the labor for joining the beams and the like is very troublesome but also a long time is required.
[0004]
In order to solve this problem, the present inventor has devised a joint for construction / civil engineering structure having male and female engagement portions at the connection points in the steel structure, and applied for a patent (Japanese Patent Application No. 4-128710). did. 1 and 2 show an example of a joint for construction and civil engineering disclosed in Japanese Patent Application No. 4-127810. FIG. 1 (a) is a plan view of a male joint member, and FIG. FIG. 2C is a side view, FIG. 2A is a plan view of the female joint member, FIG. 2B is a front view thereof, and FIG. 2C is a side view thereof.
[0005]
In FIG. 1, a male joint member 110 includes two ridges 112 extending vertically on one side of a rectangular plate-shaped main body 111. Both ridges 112 are parallel to each other, and are formed in a tapered shape whose width gradually decreases from the top to the bottom.
Near the center of both ridges 112, a key hole 113 having an elliptical cross-sectional shape is formed. The key hole 113 penetrates the male joint member 110 in the thickness direction. In FIG. 2, the female joint member 120 includes two concave grooves 122 extending vertically on one side of a rectangular plate-shaped main body 121. Both the concave grooves 122 are parallel to each other, and are formed in a tapered shape whose width gradually decreases from the upper side to the lower side. The size of both the concave grooves 122 and the inclination of the taper coincide with those of the two convex shapes 112 of the male joint member 110 so that each convex shape 112 accurately engages with each of the concave grooves 22 for engagement. It has become.
Near the center of both concave grooves 122, elliptical key holes 123 whose cross-sectional shapes match the key holes 113 of the male joint member 110 are formed. The key hole 123 penetrates the female joint member 120 in the thickness direction. In these key holes 113 and 123, columnar keys having the same elliptical cross section as the key holes 113 and 123 are inserted and fitted.
[0006]
The conventional male joint member 110 and female joint member 120 having the above-described configuration are used as follows.
FIG. 3 is a perspective view of a main part in a state where the male joint member 120 is inserted into and engaged with the female joint member 110. The male joint member 110 is joined to one end of the H-shaped steel beam 130 by welding. The end surfaces of the upper flange 131, the web 132, and the lower flange 133 of the beam 130 are contacted and joined to the rear surface of the male joint member 110. On the other hand, the female joint member 120 is joined to one end of a short beam 140 of H-shaped steel fixed to the column 150 by welding. On the rear surface of the female joint member 120, the end surfaces of the upper flange 141, the web 142, and the lower flange 143 of the beam 140 are contacted and engaged.
[0007]
The column 150 is composed of a steel square pipe 151, and at the joint portion of the beam 140, the square pipe 151 is cut and welded with a reinforcing plate 152 interposed therebetween. The upper and lower flanges 141 and 143 of the beam 140 are welded to the reinforcing plate 152, and the web 142 is welded to the square pipe 151. The column 150 is erected substantially vertically after the female joint member 120 is welded.
[0008]
Next, from the upper side of the female joint member 120 facing in the vertical direction, the beam 130 to which the male joint member 110 is fixed is lowered while maintaining the horizontal posture, and the two ridges 112 are inserted into the two concave grooves 122, respectively. -Engage.
In this state, since the key hole 113 of the male joint member 110 and the key hole 123 of the female joint member 120 overlap, the key is inserted and fitted into both the key holes 113 and 123. This completes the joining operation of the beams 130 and 140.
[0009]
Japanese Patent Application No. 4-127810 also discloses a joint that uses a bolt and a nut instead of a key or a joint that uses a key and a bolt and a nut together.
[0010]
[Problems to be solved by the invention]
In the joint for architectural / civil engineering structure disclosed in Japanese Patent Application No. 4-127810, a key is inserted / fitted into a key hole or a bolt hole of a male joint member and a female joint member. It is necessary to perform the work of tightening. As apparent from FIG. 3, this operation must be performed in a narrow space between the upper and lower flanges 131 and 132 of the H-shaped steel beam 130, and is not always easy.
When a key is used, precision processing of the key and the key hole is required. When a bolt and a nut are used, an operation of screwing and tightening the nut after the bolt is inserted is necessary.
[0011]
The present invention has been made in view of such circumstances, and an object of the present invention is to provide a joint for construction / civil engineering structure that can easily and surely and quickly join members such as columns and beams at low cost. There is.
[0012]
[Means for Solving the Problems]
In order to achieve the above object, a joint for construction / civil engineering structure according to claim 1 of the present invention is provided with a male and female joint member fixed to the first and second members to be joined to each other and fitted to each other. The male joint member includes a flat plate-like main body having a vertical end surface fixed to a joint portion of the first member, and a dovetail engaging protrusion extending in a vertical direction protruding from the end surface of the main body. A plurality of unit male joints composed of strips are installed in the vertical direction at the joint of the first member, and the unit male joints adjacent in the vertical direction are connected and fixed with a connection plate, and the female joint member is A flat plate-like main body having a vertical end surface fixed to the joint portion of the second member , and an engagement for sliding engagement in the vertical direction with respect to the engaging ridge formed in the vertical direction on the end surface of the main body. A unit female joint comprising a concave groove is connected to the unit male joint. In accordance with the arrangement plurality placed vertically at the junction of the second member, and vertically will be connected and fixed by connection plates between the adjacent unit female coupling, time of fitting the male and female coupling members together The lower unit male joint of the male joint member is fitted between the unit female joints of the female joint member, and the lower unit male joint is positioned on the connecting plate between the unit female joints. The end faces of the main body of the unit female and male joints are in surface contact with each other by slidingly engaging the engaging ridges of the unit male joint and the engaging grooves of each unit female joint .
[0013]
Moreover, the joint for construction / civil engineering structure according to claim 2 of the present invention is the joint for construction / civil engineering structure according to claim 1, wherein the engaging protrusions are formed to project from the side surface of the main body. It is characterized by being.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 4 is a view showing an example of a male joint member of a joint for construction and civil engineering in this embodiment, (a) is a plan view thereof, (b) is a front view, and (c) is a side view. Moreover, FIG. 5 is a figure which shows the female joint member example of the joint for construction and civil engineering structures in this embodiment, (a) is the top view, (b) is a front view, (c) is a side view. Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. In this embodiment, an example in which the joint for construction / civil engineering structure of the present invention is applied as a joint for steel structure is shown, but the present invention is not limited to this, and any situation that can be used as a joint for construction / civil engineering structure It can also be applied to.
[0015]
When the joint for building / civil engineering structure of the present embodiment is used at the time of joining columns / beams in the steel structure, the male joint member and the female joint member are installed in combination on the mutual contact end surfaces of the steel frames. The male joint member 10 is fixed to the first member by welding or other fixing means. Male coupling member 10 includes a plate-shaped body 11 having a vertical end surface corresponding to the contact surface between the first member, the dovetail-shaped engaging ridge 12 extending in the vertical direction is protruded from the end surface of the main body 11 A plurality of unit male joints 15 are provided in the first member in the vertical direction.
[0016]
Note that, when installing a plurality of unit male joints 15, the unit joints 15 are connected and fixed by the connection plate 13 in this embodiment. Alternatively, there is no problem even if the connecting plate 13 is originally formed integrally with the main body 11 . Further, the ant-shaped engaging ridge 12 is exemplified by a truncated conical shape having an elliptical cross section, but is not limited thereto, and is fitted with a female joint member with a ridge that is tapered in the vertical direction. Any form may be used as long as a match can be established.
[0017]
On the other hand, the female joint member 20 is fitted with the male joint member 10. The female joint member 20 is fixed to the second member by welding or other appropriate fixing means. The female joint member 20 includes a flat plate-like main body 21 having a vertical end surface corresponding to a contact surface with the second member, and is formed on the end surface of the main body 21 and extends in the vertical direction. A plurality of unit female joints 25 including engaging concave grooves 22 slidably fitted in the direction are installed on the second member in accordance with the arrangement of the unit male joints 15 in the first member. Since the shape of the engaging protrusion 12 of the unit male joint 15 is ant-shaped in the vertical direction, the engaging groove 22 in the unit female joint 25 is narrowed in the vertical direction and has a truncated conical inner space. It will have.
[0018]
As described above with respect to the male joint member 10, when installing a plurality of unit female joints 25, the unit female joints 25 are connected and fixed by the connecting plate 23 in this embodiment. Or, there is no problem even if the connecting plate 23 is originally formed integrally with the main body 21.
[0019]
FIG. 6 is a perspective view of a main part in a state where the male joint member 10 is inserted and engaged with the female joint member 20 of the present embodiment. The first member 140 and the second member 150 including the male and female joint members described above are connected by engaging the engaging ridge 12 and the engaging groove 22. As a procedure, if the first member 130 is joined to the second member 140 protruding from the column 150, for example, the female joint member 10 fixed to the end surface of the first member 130 is provided with the female member 10 provided on the end surface of the second member 140. The joint member 20 is brought close.
[0020]
Then, among the unit male joints 15 a and 15 b in the male joint member 10, the lower unit male joint 15 b is positioned on the connecting plate 23 in the opposing female joint member 20. That is, it fits between the unit female joints 25a and 25b. Thus, the engaging ridges 12 of the unit male joints 15a and 15b are moved to the slide fitting start positions with respect to the engaging concave grooves 22 of the unit female joints 25a and 25b. Subsequently, the first member 130 is moved downward. That is, each engaging ridge 12 is slidably fitted in the engaging groove 22. As a result, the dovetail engaging protrusions 12 are locked in a wedge shape in the engaging grooves 22, and the end faces of the main bodies 11, 21 of the unit female and male joints are in surface contact with each other. As a result, the male and female joint members 10 and 20 are bonded and fixed, and the first member 130 and the second member 140 are securely connected.
[0021]
7A to 7D are explanatory views showing examples of other male joint members. Not only what was shown in the said embodiment but the various male-female joint form as shown, for example in FIG. 7 is also employable. (A) The example which provided the convex protrusion 12 for engagement in two corners of the main body 11 in the male coupling member 10 in a figure, (b) In the figure, the convex protrusion 12 for engagement was provided in all the corners of the main body 11. For example, FIG. (C) shows an example in which the engaging ridges 12 are arranged in a triangular shape on the main body 11, and FIG. (D) shows an example in which the engaging ridges 12 are arranged in an inverted triangular shape on the main body 11. ing. In any case, on the main body 11, a plurality of engaging ridges 12 arranged at least in a vertical relationship are provided. Of course, the engaging groove 22 is also formed in the female joint member in accordance with the arrangement of the engaging ridges 12.
[0022]
In addition, the meaning of “installing a plurality of” male and female unit joint members as described above is to create a single unit joint member in advance and collect and install a plurality of unit joint members. Although it is a joint member, the intention to form a plurality of unit joint members as a result of appropriately cutting out the engaging ridges 12, 23 and the like is included.
[0023]
The engaging ridges 12 may be formed to protrude from the side surface of the main body 11, and the engaging concave grooves 22 may be formed on the main body side surface of the unit female joint 25 in accordance with this.
[0024]
Furthermore, the material of the male joint member 10 and the female joint member 20 is preferably, for example, SS400 (JISG 3101 rolled steel for general structure), SM490A (JIS G 3106 rolled steel for welded structure), but other steel materials or materials other than steel materials Can also be used as appropriate according to the required strength.
[0025]
The engaging ridges 12 of the male joint member 10 may be integrally formed by cutting or casting a plate material, or a bar material may be welded to the plate material. The engaging groove 22 of the female joint member 20 may be formed by cutting or casting a plate material, or by welding a bar or plate material that forms a portion other than the engaging groove 22 to the plate material. May be.
In addition, it is preferable to apply the joint for building / civil engineering structure of the present invention to the column / beam joint illustrated here. However, if it is a place where steel frames are joined, it may be applied to other places (for example, bridges, elevated roads). Can also be applied. Furthermore, the present invention can be applied to architectural structures other than architecture / civil engineering structures, and civil engineering structures such as underground shopping streets and roads.
[0026]
【The invention's effect】
According to the present invention, it is possible to omit the key insertion / fitting or the bolt insertion and the nut screwing / tightening operation into the key hole or bolt hole of the male / female joint member, so that the work efficiency is greatly improved. Can be improved .
In addition, when performing this joining work, it is less likely to be forced to work in a narrow place such as between the flanges of various steel frames (H-shaped steel, etc.), which contributes to ease of work and reduction of work personnel. .
Further, when forming the joint for construction / civil engineering structure of the present invention, no special precision processing is required, so that the manufacturing cost and its efficiency can be improved.
Therefore, it is possible to provide a joint for construction / civil engineering structure that can easily and reliably and quickly join members such as columns and beams at low cost.
[Brief description of the drawings]
FIG. 1 is a plan view of a male joint member, (b) is a front view thereof, and (c) is a front view of an example of a joint for construction / civil engineering structure disclosed in Japanese Patent Application No. 4-127810. It is the side view. FIG.
2A is a plan view of a female joint member, FIG. 2B is a front view thereof, and FIG. 2C is an example of a joint for construction / civil engineering structure disclosed in Japanese Patent Application No. 4-127810. It is the side view.
3 is a perspective view of a main part in a state where the male joint member shown in FIG. 2 is inserted into and engaged with the female joint member shown in FIG. 1. FIG.
FIGS. 4A and 4B are diagrams showing examples of male joint members of the joint for construction and civil engineering structure according to the present embodiment, wherein FIG. 4A is a plan view, FIG. 4B is a front view, and FIG. 4C is a side view.
5A and 5B are views showing an example of a female joint member of a joint for construction / civil engineering structure in this embodiment, where FIG. 5A is a plan view, FIG. 5B is a front view, and FIG. 5C is a side view.
FIG. 6 is a perspective view of a main part in a state where a male joint member is inserted into and engaged with the female joint member of the present embodiment.
FIGS. 7A to 7D are explanatory views showing examples of other male joint members. FIGS.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Male joint member 11 Main body 12 (unit male joint) Engagement protrusion 13 Connection plate 15 Unit male joint 20 Female joint member 21 Main unit 22 (Unit female joint) Main body 22 Engagement groove 23 Connection plate 25 Unit female joint 130 First member 140 Second member

Claims (2)

相互に接合される第1および第2部材に固定され、互いに嵌合する雌雄の継手部材を備える継手であって、
前記雄継手部材は、前記第1部材の接合部に固定される鉛直端面を有する平板状の本体と、該本体の端面から突出形成される鉛直方向に延びる蟻状の係合用凸条とからなる単位雄継手を、前記第1部材の接合部に鉛直方向に複数設置し、かつ鉛直方向に隣接する単位雄継手間を連結プレートで連結固定してなり、
前記雌継手部材は、前記第2部材の接合部に固定される鉛直端面を有する平板状の本体と、該本体の端面に形成される鉛直方向に延びる前記係合用凸条に対し上下方向にスライド嵌合可能な係合用凹溝とからなる単位雌継手を、前記単位雄継手の配置に合わせて前記第2部材の接合部に鉛直方向に複数設置し、かつ鉛直方向に隣接する単位雌継手間を連結プレートで連結固定してなり、
前記雄雌継手部材を互いに嵌合させる際に、前記雌継手部材の単位雌継手間に前記雄継手部材の下段の単位雄継手を嵌め込み、該下段の単位雄継手を前記単位雌継手間の連結プレート上に位置させ、この状態で、各単位雄継ぎ手の係合用凸条と各単位雌継手の係合用凹溝とを相互にスライド嵌合させることにより、単位雌雄継手の本体の端面同士が互いに面接触することを特徴とする建築・土木構造用継手。
A joint comprising male and female joint members that are fixed to the first and second members joined to each other and fitted to each other,
The male joint member includes a flat plate-like main body having a vertical end surface fixed to the joint portion of the first member, and an ant-like engagement ridge extending in a vertical direction protruding from the end surface of the main body. A plurality of unit male joints are installed in the vertical direction at the joint of the first member, and the unit male joints adjacent in the vertical direction are connected and fixed with a connection plate,
The female joint member slides in a vertical direction with respect to a flat plate-like main body having a vertical end face fixed to a joint portion of the second member , and the engaging protrusion formed in the end face of the main body in the vertical direction. A plurality of unit female joints comprising engaging concave grooves that can be fitted are installed in the vertical direction at the joint of the second member in accordance with the arrangement of the unit male joints, and between the unit female joints adjacent in the vertical direction. Are connected and fixed with a connecting plate,
When the male and female joint members are fitted to each other, the lower unit male joint of the male joint member is fitted between the unit female joints of the female joint member, and the lower unit male joint is connected between the unit female joints. Positioned on the plate, and in this state, the end faces of the main body of the unit female and male joints are connected to each other by slidingly engaging the engaging ridges of each unit male joint and the engaging concave grooves of each unit female joint. A joint for construction and civil engineering, characterized by surface contact.
前記係合用凸条が前記本体の側面から突出形成されるものであることを特徴とする請求項1に記載の建築・土木構造用継手。  The joint for construction / civil engineering structure according to claim 1, wherein the protruding protrusion for engagement is formed to protrude from a side surface of the main body.
JP2002101069A 2002-04-03 2002-04-03 Joints for construction and civil engineering Expired - Fee Related JP3978361B2 (en)

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CN105155681A (en) * 2015-06-27 2015-12-16 河南奥斯派克科技有限公司 Butted connector and connecting structure with thin-walled internally flanged C-shaped steel groups for column beams

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ES2355998B1 (en) * 2008-04-30 2012-02-27 Forplan Metales, S.A UNION SYSTEM BETWEEN COATINGS AND STRUCTURAL ELEMENTS THAT SUPPORT THEM.
JP6523786B2 (en) * 2015-05-20 2019-06-05 株式会社技研製作所 Elevated structure and method for constructing the same
CN106337863A (en) * 2016-11-29 2017-01-18 李明 The seamless connection structure between furniture components convenient for disassembly and assembly
CN112593629B (en) * 2020-12-02 2022-04-26 咸宁职业技术学院 Convenient-to-butt-joint metal connecting component for assembly type building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155681A (en) * 2015-06-27 2015-12-16 河南奥斯派克科技有限公司 Butted connector and connecting structure with thin-walled internally flanged C-shaped steel groups for column beams

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